Flexural and shear strengthening of reinforced concrete beams with a hybrid CFRP solution
Author:
Funder
FEDER
FCT
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference24 articles.
1. Fiber-reinforced polymer composites for construction – state-of-the-art review;Bakis;J Compos Constr,2002
2. Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams;Barros;J Cem Concr Compos,2007
3. Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence;Bilotta;J Compos Struct,2015
4. Shear strengthening reinforced concrete beams with fiber-reinforced polymer: assessment of influencing parameters and required research;Bousselham;ACI Struct J,2004
5. Shear strengthening of RC beams with externally bonded FRP composites: Effect of strip-width-to-strip-spacing ratio;Mofidi;J Compos Constr,2011
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1. Numerical Assessment of the Effect of CFRP Anchorages on the Flexural and Shear Strengthening Performance of RC Beams;Journal of Composites Science;2024-09-05
2. Potentiality of far surface-mounted reinforcement for flexural strengthening of reinforced concrete beam;Australian Journal of Structural Engineering;2023-05-08
3. Durability of CFRP-confined seawater sea-sand concrete (SSC) columns under wet-dry cycles in seawater environment;Engineering Structures;2023-05
4. Improving cyclic response of heat-damaged non-ductile RC joints using CFRP hybrid systems;Construction and Building Materials;2023-05
5. Nonlinear finite element analysis of FRP-strengthened full-size reinforced concrete beams;Innovative Infrastructure Solutions;2023-04-11
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